Evidence map›Paper›PMID 35057259›Full record

ArticleMaterials (Basel, Switzerland)2022

Investigation on Fracture Behavior of Cementitious Composites Reinforced with Aligned Hooked-End Steel Fibers.

Sujjaid Khan, Longbang Qing, Iftikhar Ahmad, Ru Mu, Mengdi Bi

Abstract read
In one paragraph

Article in Materials (Basel, Switzerland), 2022. The graph could read no effect estimate from its abstract, so it casts no vote on the map. Cited by 2 papers.

0numbers the graph read from it
0cells of the map it votes in
2citing papers in PubMed
–field-weighted citation impact
1 · What the graph read from it

What it found

Each row is one number read from the abstract, on the scale the paper reported it, with its interval. Left of the dashed line favours the treatment, right favours the comparator. Under each row is the sentence it came from. New to these charts? A ten-minute tutorial.

The abstract states no effect estimate the extractor could read, or names no intervention and outcome on the map, so this paper lights no cell and moves no belief. It is still indexed, cited and linked below.

2 · The registry

The trial behind it

Trials whose registry record cites this paper, or whose number appears in the abstract. A trial that started after this paper was published is citing it as background, not reporting it.

Neither the registry nor the abstract names a trial number. If this is a trial report, that itself is worth knowing.

3 · Its place in the literature

Who cites it

2 citing papers in PubMed.

  1. Article
  2. Article
4 · The record

Corrections and comments

PubMed lists nothing against this paper. Absence here is not a guarantee, only a check that was made.

5 · Who and what money

Authors and funding

5 authors.

Sujjaid KhanSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.ORCID 0000-0002-0528-4116
Longbang QingSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.
Iftikhar AhmadSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.
Ru MuSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.
Mengdi BiSchool of Civil and Transportation Engineering, Hebei University of Technology, Tianjin 300401, China.ORCID 0000-0001-8390-9540

Funding

Key Project of University Science and Technology Research of Hebei Province ZD2019072National Natural Science Foundation of China 51779069National Natural Science Foundation of China 51878239National Natural Science Foundation of China 52022027Natural Science Foundation of Hebei Province E2020202151
6 · The paper itself

Abstract

Aligning steel fibers is an effective way to improve the mechanical properties of steel fiber cementitious composites (SFRC). In this study, the magnetic field method was used to prepare the aligned hooked-end steel fiber cementitious composites (ASFRC) and the fracture behavior was investigated. In order to achieve the alignment of steel fibers, the key parameters including the rheology of the mixture and magnetic induction of electromagnetic field were theoretically analyzed. The results showed that, compared with SFRC, the cracking load and the ultimate load of ASFRC were increased about 24-55% and 51-86%, respectively, depending on the fiber addition content. In addition, the flexural tensile strength and residual flexural strength of ASFRC were found to increase up to 105% and 100%, respectively. The orientation of steel fibers also has a significant effect on energy consumption. The fracture energy of ASFRC was 56-70% greater than SFRC and the reinforcement effect of hooked-end steel fiber was higher than straight steel fiber. The fibers in the fracture surface showed that not only was the number of fibers of ASFRC higher than that of SFRC, but also the orientation efficiency factor of ASFRC was superior to SFRC, which explains the improvement of fracture behavior of ASFRC.

Indexed as

aligned steel fiber concretefiber orientation efficiency factorfracture parametersmechanical propertiessteel fiber reinforced cementitious composites

Identifiers

PMID35057259
PMCPMC8778617

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Read under generation 80e0d062 · epoch 390. Bibliography from PubMed, PubMed Central and OpenAlex; grants from NIH RePORTER; trial links from ClinicalTrials.gov; estimates, votes and beliefs from the OpenQuestion graph.